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HomeMy WebLinkAboutWPO202000002 Plan - VSMP 2021-12-21VSMP PLAN AMENDMENT FOR HORSESHOE FARM WPO 2020-00002 LEGEND TAX MAP 29 PARCEL G3A TAX MAP 30 PARCELS 10 1 OC EXIST NEW DESCRIPTION 16' TC x 125 TC TOP OF CURB ELEVATION WHITE HALL, A LB E M A ILL E COUNTY VIRGINIA , 165 x 12SPOT ELEVATION 5rw WPO 2 0 2 0 0000 2 165rw x 12TOP OF WALL ELEVATION 165Hw x 125BW BOTTOM OF WALL ELEVATION BENCHMARK VICINITY MAP SCALE: l•v=2,000• OWNER / DEVELOPER AMENDMENT NARRATIVE STORM SEWER ROOF DRAIN SITE TMP 29-63A THIS IS A VSMP PLAN AMENDMENT TO WP0202000002 OWNER: HORSESHOE CV LLC PROPOSES TWO PEDESTRIAN BRIDGES ACROSS THE RIVER. THIS SEWER LINE OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218 PROPOSAL WAS NOT INCLUDED IN THE ORIGINAL APPROVED WP0202000002. WATER LINE HIDDEN F PROPERTY ADDRESS: 3772 HORSESHOE BEND RD THE PROPOSED BRIDGES CAN BE FOUND ON SHEET C5 AND C10. WHITE HALL, VA, 22901 GAS LINE / DB 1645 PG 503 NOTE: ALL AMENDMENT PROPOSED CHANGES ARE HIGHLIGHTED 01 OP OVERHEAD ELECTRIC WIRE DB 334-576 PLAT IN RED UNDERGROUND ELECTRIC B L U I F O TMP 30-10 & 30-10C OWNER: HORSESHOE CV LLC FC OVERHEAD TELEPHONE LINE OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218 UT UNDERGROUND TELEPHONE LINE PROPERTY ADDRESS: 3772 HORSESHOE BEND RD foo'*1 ® WHITE HALL, VA, 22901 DB 4622 PG 634 PROPERTY LINE B R IN N I N G T O N, ® DB 712-463 PLAT B71 LATITUDE: 38.140220 LONGITUDE:-78.543941 ADJACENT PROPERTY LINE F A I R G R O V E ZONING: Ag. PARCEL LEVEL USE CODE: SINGLE FAMILY. VACATED PROPERTY LINE s0i HORSRSHOE BUILDING SETBACK FARM. SOURCE OF BOUNDARY & TOPO PARKING SETBACK s �2 6� SOURCE OF BOUNDARY SURVEY: 0 [4"1 DRAIN INLET (DI) PARCEL BOUNDARIES PROVIDED BY GIS O1 OO SANITARY MANHOLE SOURCE OF TOPOGRAPHY: 4' CONTOURS PROVIDED BY GIS E PLUG IMAGE PROVIDED BY GOOGLE MAPS BENCHMARK(S): NAVD88 ® WATER VALVE &BOX SHEET INDEX NOTE: BRIDGE ELEVATIONS PER LIDAR AND FIELD VERIFIED TOPOGRAPHY REFER TO FLOODPLAIN DEVELOPMENT ,- FIRE HYDRANT PERMIT APPLICATION FOR DETAILS. ®M WATER METER C I - COVER 5hEET FLOOD ZONE C2 - ER05ION � SEDIMENT CONTROL NARRATIVE ♦M LIGHT POLE ACCORDING TO THE FEMA0 FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 C3 - PLAN OVERVIEW AELCOTHISROPRTDOES WITHIN ZONE AE 100-YEAR REGULATORY 510ON SHIMP � UTILITY POLE FLOODWAY PLAIN AND THE ZONE A WIOUBASEFLOODELEVATION C4 - EROSION CONTROL PLAN WATERSHED ENGINEERING C5 - DRI DGE 1 2 PLAN * PROFILE SANITARY EASEMENT LAND PLANNING - PROJECT MANAGEMENT CIS - ER05ION CONTROL PLAN HUC 020802040203 SOUTH FORK RIVANNA RIVER GRADING EASEMENT DRAINAGE EASEMENT C7 - ER0510N CONTROL PLAN LIMITS OF DISTURBANCE 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM UTILITY EASEMENT C8 - ER0510N CONTROL PLAN LIMITS OF DISTURBANCE= 9.52 ACRES WATER EASEMENT C9 - ER0510N CONTROL PLAN THE CONTRACTOR SHALL COORDINATE WITH THE EROSION AND SEDIMENT CONTROL INSPECTOR TO DETERMIN ROUTES FOR BRINGING MATERIALS AND THE LIMITS OF DISTURBANCE SHOULD NOT BE EXPANDED OR ALTERE ACCESS EASEMENT C 10 - BRIDGE 1 2 ER05ION * SEDIMENT CONTROL PLAN WITHOUT THE APPROVAL OF THE INSPECTOR. .?1 - STORM DRAINAGE EASEMENT Cl I - MITIGATION PLAN NOTES ----------- CONSERVATION EASEMENT C 12 - 501 L MAP 1. TRAILS WILL BE BUILT WITH AN AVERAGE GRADE OF 5-7% M. 5 D 2. TRAILS WILL BE CUT WITH A 3'-5' BENCH CUT. ,ic. 'o. 45183 TREE LINE C 1 3 - ER05ION * SEDIMENT CONTROL NOTES AND DETAILS 3. TRAIL WILL HAVE AN OUT -SLOPE OF 5-7% FOR PROPER SHEET FLOW. 4. TRAILS WILL HAVE GRATE REVERSALS/DIPS THAT WILL AID IN THE DRAINAGE OF THE TRAILS. � �ljo FENCE 5. ROCK ARMORING WILL BUILT IN AT GRADE DAINS TO PROTECT TRAILS AND PREVENT EROSION IN KNOW WET AREAS. GF �4 �s'S/ONAt, STREAM GENERAL CONSTRUCTION NOTES FOR 6. A FOREST SERVICE STYLE BRIDGE WILL BE BUILT OVER THE ONE SIGNIFICANT DRAIN. LNG 7. STRAW WATTLES WILL BE USED TO PROTECT SWALES FROM SEDIMENT. EROSION AND SEDIMENT CONTROL PLANS 312 - 12 - 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. VSMP PLAN AMENDMENT FOR INTERVAL CONTOUR 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 300 - oo- INDEX CONTOUR 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. HORSESHOE 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. t♦ FARM nA M CG-2 CG-z STANDARD 6" CURB 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ^R 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. CG-6 cc-6 COMBINATION 6" CURB & 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. GUTTER 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ALBEMARLE COUNTY, VIRGINIA CONCRETE PAVEMENT / 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. SUBMISSION: SIDEWALK 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 2021.11.03 RIPRAP 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OR SLIDES, SINKING, OR COLLAPSE. REVISION: ASPHALT 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 1)2021.12.03 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO GRASS CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 2 ) 2 021.12.20 EC-2 MATTING 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT EC-3 MATTING SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN WETLAND NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 10 o PARKING COUNT 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) FILE NO. STORMWATER MANAGEMENT CONSIDERATIONS: CROSSWALK 18,�46 HANDICAP ACCESSIBLE AISLE - THE PROJECT DOES NOT SIGNIFICANTLY ALTER THE PREDEVELOPMENT RUNOFF CHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION: - THE PROJECT IS MANAGED SO THAT LESS THAN OR ONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY BASIS: CG-12 - THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED IS ADEQUATELY STABILIZED ON A DAILY BASIS: COVER SHEET HANDICAP PARKING THE ENVIRONMENT IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED WITH THE LAND -DISTURBING ACTIVITY: - THE OWNER AND/OR CONSTRUCTION ACTIVITY OPERATOR DESIGNS, INSTALLS, IMPLEMENTS, AND MAINTAINS POLLUTION PREVENTION MEASURES TO: - MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS: NOTE: - MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON -SITE TO PRECIPITATION AND TO STORMWATER: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. - MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES: - PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE: - PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS: AND c 1 - PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT AND MAINTENANCE. I PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION: THIS PROJECT PROPOSES A NETWORK OF MOUNTAIN BIKE TRAILS THROUGH EXISTING WOODS AND 2 SUSPENSION BRIDGES . TOTAL AREA OF DISTURBANCE = 9 . 52 ACRES. TRAIL NETWORK, BRIDGES FOUNDATION CONSTRUCTION AND HELICAL PIERS WILL BE CONSTRUCTED WITH MINIMAL VEGETATION REMOVAL RESPONSIBLE LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER UNTIL CONTRACTOR IS SELECTED IS TO BE DETERMINED. EXISTING SITE CONDITION: THE SITE IS CURRENTLY VACANT WOODED LAND WITH EXISTING BUILDINGS ON THE SITE. ADJACENT PROPERTIES: THIS PROPERTY IS BORDERED TO THE NORTH BY VACANT WOODED LAND AND BY SOUTH FORK RIVANNA RIVER AND A RESIDENTIAL HOME.; TO THE EAST BY WOODS AND BY BLEAK HOUSE ROAD AND A RESIDENTIAL HOME; TO THE SOUTH BY VACANT WOODED LAND AND BY THE SOUTH FORK RIVANNA RIVER AND THE HORSESHOE BEND ROAD: TO WEST BY RESIDENTIAL LAND, VACANT WOODED LAND AND FREE UNION ROAD , SOILS: THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: 4C - ASHE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B 4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B 4E - ASHE LOAM, 25 TO 45 PERCENT SLOPES, HSG:B 10 - RODNDA LOAMY SAND, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED, HSG: A 14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES HGG:B 14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, HSG:B 19B - MINNIEVILLE LOAM, 2 TO 7 PORCENT SLOPES, HSG:B 19C - MINNIEVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B 19D - MINNIEVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B 21B - CULPEPER TINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, HSG:B 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLPES, HSG:B 36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B 36D - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B 37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PORCENT SLOPES, SEVERELY ERODED, HSG:B 37D3 - HAYESVILLE CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, HSG:B 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES, HSG:B 39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, HSG:B 41B - YADKIN LOAM, 2 TO 7 PERCENT SLOPES, HSG:B 41C - YADKIN LOAM, 7 TO 15 PERCENT SLOPES, HSG:B 42D3 - YADKIN CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, HSG:B 53B - DANRIPPLE LOAM, 2 TO 7 PERCENT SLOPES, HSG:B 56B - MEADOWVILLE LOAM, 2 TO 7 PERCENT SLOPES, HSG: A 56C - MEADOWVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG: A 66E - PARKER VERY STONY LOAM, 25 TO 45 PERCENT SLOPES, HSG:A 67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, HSG:A 76 - DAN RIVER LOAM, 0 TO 2 PERCENT SLOPES, OCASIONALLY FLOODED, HSG:B 77 - DAN RIVER-CODORUS COMPILES, 0 TO 2 PORCENT SLOPES, OCCASIONALLY FLOODED, HSG:B 83 - COLVARD FINE SANDY LOAM, 0 TO 2 PORCENT SLOPES, OCCASIONALLY FLOODED, HSG: A OFFSITE AREAS: NO OFFSITE AREAS. CRITICAL AREAS: TRAILS ARE PROPOSED TO BE BUILT ACROSS STREAMS AT SEVERAL LOCATION, THESE AREAS ARE CRITICAL AND WILL BE TREATED AS SUCH. STRAW WATTLES WILL BE USED TO PREVENT SEDIMENT FROM ENTERING STREAM. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION: THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION: PHASE 1 1. INSTALL STRAW WATTLES AT STREAM LOCATIONS. 2. INSTALL ALL E&S CONTROL MEASURES. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 4. UPON APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 2 1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA. EROSION & SEDIMENT CONTROLS 1. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. 2. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE. 3. PERMANENT SEEDING: ALL DENUDED AREAS SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 4. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. STD. AND SPEC. 3.35. THE CHOICE OF MATERIALS FOR MULCHING WILL BE BASED ON THE TYPE OF SOIL TO BE PROTECTED, SITE CONDITIONS, AND SEASON. 5. STRAW WATTLE: THESE ARE COMPRESSED CYLINDERS, 100% AGRICULTURAL, STRAW WATTLES ARE WRAPPED IN TUBULAR, UV -STABILIZED BLACK SYNTHETIC NETTING. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 4VAC50-30. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA 10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 13. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 14. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 15. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 16. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 17. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 20. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 21. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). MINIMUM STANDARDS(MS): ALL APPLICABLE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND MINIMUM STANDARDS SHALL BE ADHERED TO DURING ALL PHASES OF CONSTRUCTION. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO BARE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 1 YEAR. 2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. PERMANENT VEGETATIVE COVER A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVE THAT, IN THE OPINION OF THE COUNTY INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE TO INHIBIT EROSION. 4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND BASINS: A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FOR THE LAND DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. 9. WATER SEEPS FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11.STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. 14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. STABILIZATION OF BED AND BANKS THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITIES: UNDERGROUND UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FOR DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED SURFACES. WHERE SEDIMENT IS TRANSPORTED ON TO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. 18. TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT. 19. ADEQUACY OF RECEIVING CHANNELS: SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 U 434.227.5140 JUSTIN@SH IMP-ENGINEERING.COM Ill IC. o.45183 10 ",ZitoItI w� G "_VSIONAU �NG` VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. EROSION & SEDIMENT CONTROL NARRATIVE PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE, DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION C2 /7 1-11 �_ __'�__ __ ___ , �,`,�, I , ,,/,' I,' ", 1 ; ; / 'III " I I " I///"-,�-,, �_ � " � I','/ I I "', " Z ____ - _- ,,I I I " , I I ,\ --- � I ,,, -,,,' " I I'// , I , ;��-�- � ­\ , - I �/ , I / I/ / I 1 I I I I / -i,_� - - - ��L:f �9�� ;_--Z�,��,.I,,' ""', I IIZI,�'5'-,'�!_--�- -, -�/11� I/l ","I'll" I I I I / 4 / I - - �� _-_ � \ Z��_�` ",,'\\��\\\`I"�,,%,,, I I / ", / � �, � --- -� � - , - -,,,-,T , / I I I I If Ili I I -- ---- -- , I I / , , , ��E�� � - - - � "' � / , , ,,, , I ,-- --> - �/", I/ -It",% I I I I I I I - , , I I I I ,� � I , / I I 4, , " , ,,-, I i � I I\ I I i I / 7 1 ­ , I/ ", I , , - � / �, I , , , ,�_���E�-S- �- � , X \ , ,,�" , , � I /I / , , , I I I I , I - - - - - - - __ - - - , l // , , , " ,� - - - - - - , � , , I , - - - :/ I I/ ,,` , ,,1 I I- 1, I I " ',\'%, I I I I \ , I _­'/�"'11/1111 -- __-,��_---�,�:��-`� :��' \ \�\\ \1 ,\,\",\\ i 1 _�� - �. � , , , , , , I I I , , I \ I I I I \ - - - - - - - - - - -- --- � /, �, , I, - - - - - - -:�� - - , \1 \ I 1 I I , � I I /I � % \ t V � I I \ T 1, I 1 � - � --,�!t; �� � � �� �� � -_ , , \ , 1\ 1, � IT" I"I" 1� \11 ,I , ,-�Z� -_ , I �, ,N�\\�,,,, I \ , ­ 11 \1 11 N , ---- �-, ,,�- � I I //'I , " , \ 1 1 - - -__---,-`,/"/,,-, '-�_--� , ,:�_ - - - 'I \ \",, I \)�! t,\ " ',�,,�,_ -�_Zz�,- I _\N ", , , - - -, ,_ � 'I �/",-, , ,� �, \ , I , - �?�:��;;?o�_______ -, I \ I \ ­ \,,\Xi�lll � , - \' -_-,-_, , "' , I I I N, 1, � " ,�_ ;>, - - - \ I �,�, \"� I I,I \ I 1, -, ___ I \\ , " �',\ 44 W+T� I 4 O'll'i"'i \ / 1�1 P 1 __", / -_ __-_ - , -�' .�-,"­\\ \\\\\ \ , ,,.,. �1, I If I 1 "\ , I - ,,, ,,�-_;��,�-,--,!>:---�-�� ��_____�; -------- \1� l,,I\ \ \\ .;� � _ - - ill I \ I"\ ,,,,, if I;Ifil - _�� - - - !\',l,,1\1 I �. 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I Z I Illi - , / , 1 I \ I I it, i I I I- I I - I I Ill I 1 / I I ,�/",/ , .,',' fill ,,, __ __ I Z \ % , I I '111 k . I I/ SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE TS 3.31 TEMPORARY SEEDING TS �--�� 3.32 PERMANENT SEEDING PS --�--� v 3.35 MULCH WATER WATTLE LIMITS OF DISTURBANCE ITE: Straw Wattles installed in all swales adjacent to disturbed areas. Stabilize all disturbed areas adjacent to trails with TS, PS and MU as applicable. Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or as directed by the County Erosion and Sediment Control Inspector. NO PROPOSED CHANGES TO THIS SHEET SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C M.5 D Jc. 'o.45183 � >z�v G �ll `SSIONAIL VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. PLAN OVERVIEW-2 �VA WPO BUFFER \ (STREAM BUFFER ALSO, FLOODWAY \ 1D FLOODPLAIN) CD/ M\ a < NCv \l) CO \ / / \ � v 0)\q o J / DEC� 00 o / WIDTH=5.00' 1147036 .130; / \ Y: 3788 .3151 52 .0' 1 � o 0 BRIDIGE 1 HLA, I� C4 Scale: 1" 30" / I I W I \ OD FLOODWAY \\\N \A 114 II I I I \ ---�-WPBUF ER \ (STREAM1FFE 8.639 \ \ \ \ Q6 \ 0 60 \ 90\ 440 435 430 425 42" RAILING I I !MI. I� �I42D ,n Z IT �I 440 435 430 425 420 0 w Oa �w I II III �O ON rE�;11 415 410 405 ... FLOOD PLAIN ELEVATION- .00' , 415 410 405 FOUNDATION PER / ENGINEER NGINEER ECOMMENDATIO REGOIAMENDATIONS \ GRADE 400 400 395 395 I 390 390 385 385 3809+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+R0 2 BRIDGE 1 PROFILE C4 Scale: VERTICAL 1"=10', HORIZONTAL: 1"=30" 7 I I I l l l 1 1 I I DECK I I I I I ' I W II III IIIII N I IYII"�� II p I1 / I I I I aI I I I I RBUFFER WIDTH=5.00' ( TEAh BUFFER) IER) '4yX. 35903987385 387 .4 2Z 0.0I X0/ UFFE� 0 o 0 14 cn /(STRAM�UFFE, Cn QD I 30 vOD cu co o v v Cu N ru v ' I I Scale: 1"=3 3 BRIDGE 2 PLAN C4 Scale: 1"=30" 430 430 425 420 415 410 405 7T TrTO O 425 420 415 410 405 irmTrrrTtrTrrrm / A FOUNDATION PER OTECHNICAt AND & ATION PER GEOT CHNICAL A FLOOD PLAIN ELEVATION=412.00' ENGINEER ENGINEER 400 400 395 395 390 rn 390 ~ 385 0 Z 385 aJ Za 380 Z Z 380 75 37553a 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+ SHICAMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � �I C M.S D .ic. '0.45183 N � yl2l w� /ONAL 6N�'` VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. BRIDGE 1 & 2 PLAN & PROFILE )BRIDGE BRDRAL 2-1 PROFILE IZONTAL: C5 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL NO. TITLE KEY 3.02 CONSTRUCTION ENTRANCE CE 3.31 TEMPORARY SEEDING TS t�Hr1�� 3.32 PERMANENT SEEDING PS 3.35 MULCH �U WATER WATTLE LIMITS OF DISTURBANCE NOTE: — Straw Wattles installed in all swales adjacent to disturbed areas. — Stabilize all disturbed areas adjacent to trails with TS, PS and MU as applicable. — Install Silt Fence parallel to trail when trail is within 100 feet of waterway, or as directed by the County Erosion and Sediment Control Inspector. o' WY W1N 6V+MI112 (1p111 WY VM✓I 1PY IFNIkIB 1 dF f 3' Tp 5' MRr 906 MO j YLLON.MN [BIIMf01AM1 I T� j TEE[@ PLL I j WSm6 ar rtx¢ i � TYPICAL MIS OF DISTURBANCE DETAIL. SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 U 434.227.5140 JUSTIN@SH IMP-ENGINEERING.COM . Ic. No.45183 II /ONAL �NG`, VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. 0 EROSION & SEDIMENT CONTROLPLAN �r% -�����►�►�►��1� ►AID 4; , : � b�t►�W� �► �iYO���� . � �$�����_�� ��` �-. 1��` �► , • > , � � 4 � . . '�"_ � , I III, Ili' 16 pi MOWN LIMITS OF +1►�hrl►��►►M�''�.�I�'�N0�11►����. i�i?�? Q . ,p.,�-.�-bs�.,�. ��. ,r ............. N��aI►�I►�W�w��DISTURBANCEMVA ---------- d`�'�a � . � �► % c�.,�"P._'�.�zrw�.-►����� V fit►/ AO � A�� �+AytDaA�h��:/�/►�11►MOUNTAIN�0���►�,0` _ - • - °.�`y ����� i�, ,�AO�►pOo BIKE TRAILS ���':���"i�f9'�►"� mill . . ��,� �� iceMEMO , �'a1b��A�1'►,��0.,��g1►� a .��,�►�:�Z�iwerss���� s���_i ��+N��' '��1� ' �, • - - ►7��. ■ OR "WrA MWOMA 43T- ft _ER o� YM IO1M (f L61U@M!2 Mom wr war) m¢ xTM wm 3' Tp 5' m� � - WNNG IAMIX ` erxa onu rx a,m¢ i [M W 9CE TYPICk LIMITS OF DISTURBANCE DETNL. SOUTH FOR F , �f�E�Q[]_BU TE IVANN RIVER -- TMP 30-11B—30-12A \ - I / NO PROPOSE D PROPERTY CHANGES TO CITY OF CHARLOTTESVILLE ' -AE— STRE M / LINES ----- I \ THIS SHEET PRO / I Al LOODWAY LINES ' *� � d -Ole �/ �__/ / \ \ / -436-- /Ic 1 \/ ■I I % _ `c / \\\ \�-AE-AE I V / / / v� \� . SOUTH (FORK . RIVANNA RIVER�CE / / , / i / / / I , /v/ ///i WPO BUFFER-------)TH— v v v v ti // / / / �/ i /i/ / , _\ TREAM_-Bt-FER�------\— / / // / ■ // \ / -----436------- LS —_— / \ _ SHIMP \ I I /' / / ' ' I I -_\ \\\\\\ \ I I I I I / ENGINEERINGa LAND PLANNING - PROJECT MANAGEMENT / T C A SLOPE EX. \ \� \ \ \ I I I 1 I l /l.I j I / / / / / C -- \ \ l l l/ / i / l l // � / / v /� .J � 0 P E (� / _ _ — — � � � A V A V A � A � � � � � 1 \ I I I I I I 1 I / /� I // � / / / / / A,% / / / / / / / 912 E. HIGH ST. 434.227.5140 //' �/ , •,. BUILDING I I i r \ \ \ \ \ \ I I I / /� / I / l / / / / / / / / l CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I � l / /� /i / v, I % I / �/ ' /l / i v A 1 I I' I v 11 I I I I I I I I /• / /�/ I/// I I I I I///// // / l / -AE- / /// / 1 I I - I I I I I I I I /�3 I► // I l I I l 1/ I I I I I I I I I I I// / / o�' „ ACCESS ROAD /, / / /� � / � ' /— /� v I I ,, I •� • I I > J I I I I I I I / II I •. / I I I I I I / / � --- ,-� EXISTING - - - F / ■. �/ �'`/ � / / ' / � I - - � I I I 1 I I I I ' I �I � � / � � � �I � I I I � I I I I � I I I I � I I I I r / � M.> 455183 Fw / / // I I / � / i �/ � ' � A l � • �. I I I I I I I I I I P ��k' E X. S /ONAL / / • / � I II I I / / / / / / / � / / / I I I I I � I / I I l l I I I I / Fs NG BUILDING /l W� / I I I / I I I I I I v v v VSMP PLAN AMENDMENT FOR n.'r / / /�/i�i♦' '_ / AL HORSESHOE CRITIC '00 _ SLOPE FARM _ --- � / � / ' w' 3 I I \ \ \\ \\ \\ \ \ \ \ ALBEMARLE COUNTY VIRGINIA ..�' / //�//' SUBMISSION: _ v / V ��/ / / I 1 I� I / / _ _ �/ / / \ V A V A v / /2021.11.03 /i/ / / /// //'// /,�-\-_ v� ✓ / , / / / // /i/ / / / / // / / // /// �/, I I I //I / II /' / / // // / / / / / //'/ / / '// / �/ /�//9�F/' �/ �A \ V : ' Vv v V 10A \ \ I 101 1 V \ REVISION: v480 1)2021.12.03STREAM 160 260 m0 2 2021.12.20 \ \+ / REA ' PROPERTY \ \ \ \ \ \ \ \ \ ✓/ /� // � /'/ / '/I I I l �//i / / / / // /�//' ¢ —�_4,2— . � %- --— LINES \ \ \\ H EC RAS SOUTH FORK \ , FILE NO. A RIVANNA \\FIRM: T 18.046 �—J/I \\ RIVER \ \ \ \ \\ / 4,s!—�%, _ I \\ \ ;� EROSION & SEDIMENT v //� / CONTROL PLAN AE- , / / / / / / ,--- / / / / / I ✓ / / c 7 ' i / /j /_ '_ I— \. /Vvr I ROSIONuSEDIMENT SOIL EROSION & \ \ --- I ROAD --------- j''/ � TY 1 �'\ \'\\\ /�_\\ Iv \\ /` �/i/�II/v \�i/`�\/ --;\V�\ '' //v� /v, \ CONTROL SYMBOLSACCESS \\� EXISTING \ 1 - LIMITS TS OF �\I� \�\\ -- -- -v \v/\/v`�\ --',�_—'v` /_ \\�,• j `\�_ SYMBOL N0. TITLE KEY-491___ \f\\ \ \ \�\ \ �\�\ \—/- \;�,/ \_�' \' \\��_ 3.02 CONSTRUCTION ENTRANCE \ _� LIMITSO \\ -r• \\"\; 3.31 TEMPORARY SEEDING- \\ \—'\- j/ \\\-\\ � \� �\\\�_=\ \_\_\I 3.32 PERMANENT SEEDINGDISTURBANCE ` /8.0 ft WIDTH `- `,` \/'— -\`\ -\\�/ \ / 8.0 ft WIDTH MOUNTAINACCESS ;\ \\\ -- \� y_//�—__—' \'�\\\ —�/� --/ \-� I _/ -y --IIy- --\!_' \- �' —� \`_. —/I— \_- / 3.35 MULCH \ ROAD ---_ ,\\ y, \/__ WATER WATTLE \_ \ = \ MOUNTAIN -\ /�-Il/�\I, WPO Uff RExISTING _____LIMITS —\ \ \ -`\\ \ - , TRAMS 1\/V ,/l\_/ _/,/.;— ,/ STIR M U11' R)I OF DISTURBANCE _\\�'-\_ \\ \\ — — \\ _— '� ,/ \v/v\\\\ —�� NOTE:BIKE \� \- _ \\\ — — — _ \\�\,,\ \— — —/ \\v;/\ I�iI --�\\\ _- \/i\ =- Straw Wattles installed in all swales adjacent to disturbed areas. --\�,- \�\� — \ ` \ _v\ \_\ \\- — T CA \ \ ! I_� \\\r\= _V —1\\_\v _\/v \-\/ —//—v\ —'�\ hCRStabilize all disturbed areas adjacent to trails with TS, PS and MIJ as applicable. — \v\, / \ \ _ / i � \, —v �---// \R/ /v\ —''-/ I Install Silt Fence parallel to trail when trail is within520SLOPE \ \ / /� _� _—`-\;/v9 \. \/ /vv feet watea or as directed b the Count -- /\/ / / _ � _ / / \\_/\ / / Erosion and Sediment Control Inspector. — / ,v /\ v�\;_ ACCE SS ROAD / �— . /-v , , EXISTING ,��. �\ - ----/ \\ -vV—\\` �/_ Wp0 BUFFER _,� , \- �/ -v / i¢. ��—� °I\_ (STREAM BUFFER . - /` ,i v �-A FLOODPLAN i \ / -� :,'I/\ J \-; v� /\ / A� I / I - - - v v �vI -_\- ��,` v,\ -v // �� 4 E MIGLIMPS OF DIR&NCE DE NL V\ \\\\�A\ /--- v/ ��/—, v\/— v— /— /--_//—/ �\_/ l v-/ 'v\\\'\ /l/ v v v vv V` so°W'0 BUFFE/7 ACCESS ROAD /r \`_ v \ �/- \ \ \ \ v/\\ /' �_',/ /� /`v� \\vv r'v— NO PROPOSED I\_ / \I�� \_ \1v \, /v/ STREAM BUFFER EXISTING LIMITS � \\V r \ OF CHANGES TO THIS __//�1/ /\ \ I DISTURBANCE \v\\\/ SHEETSTREAM \/�\/- \�i/ \\/`v�`- I v ,\��\ ACCESS ROAD 8.0 ft WIDTH \\,, \" ACCESS '\\' l\ \_ r\ \.:. '/--_ Iv ROAD.EXISTING MOUNTAIN 1�1____BIKE \vvA\— CRITICAL \/' \�/ \_\A\ '_ / `E '' \/ ,\v'�'/1-1 „ , , TREM�BUF , PE �vI ,\y _\ __ \/ _'� _/�- \v\ __ ___ LIMITS OF \ ' ` , �A -_ �/\/ •/ /;�� ;\ \��`\ _DISTURBANCE .\ \v \ _\;\^ '\ '// ft WIDTH \ _ PROPERTY8ITS �__- -I -� -\vr_A �\ IN IOF.0 v\ _�/;\- �; MOUNTAINDISTU�E � \\\\ °—\v\ _� I\ �' \\ - ------ __ - BIKE \ - S e T��_ - P�OJ/OA ./_. V/\— ___-\�e-,-�/ ,I/_ _- _ TH 8.0 ft WID / A._ NMOUNTAIN C\A ''_I 1- v\ \'—i \/-'_v vV\\ v� `\\�� __v/v _- v ,-/ / _ BIKE TRAILS I �\\_ SHIMP ,\Iv� I— _' -A v \ACCESS ROAD STREAM EXISTING \\ `\ ENGINEERIN, G _ _ _ __ - ACCESS ROAD LAND PLANNING- PROJECT MANAGEMENT EXISTING 460, v II � \\ 912 E. HIGH ST. 434.227.54 / \ _I TESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COMCHARLOT IIRA_-II�- / IL'I/III 'Z CRITICAL LIMITS OF SLOPE DISTURBANCE m 8.0 ft WIDTH - - - - - - - - MOUNTAIN \` - //VP,'3071A BIKE TRAILS / /HOkSQSOE — \ VSMP PLAN AMENDMENT FOR FARM IN I ACCESS ROAD —52B HORSESHOE — ------ ACCESS ROAD EXISTING ----------- 11 FARMF EXISTING ANCE III I\I \vv ALBEMARLE COUNTY, VIRGINIA 1 SUBMISSION: I I I 2021.11.03 EX. 528 I TMR 30-ii REVISION:AILS BUILDING \\\ I \\ 1)2021.12. 03 \ 2)2021.12.20 \ VAV�V\ \ ------- �LIMITS OF �t DISTURBANCE 8.0 ft WIDTH v\I EX. �BUILDING FILE NO. v\ MOUNTAIN 1 00r 18.046 EROSION & SEDIMENT ELOODPLAIN BIKE TRAILS EC RAS 1 0 I , , / v �� v / I / I \ 5ti, , v I ;' ' CONTROL PLAN RM : V I I I v _ _ �� v _ / , , v , I / / / / h EC RAS : 1 0.6 5 / ,/ / ; I / / ; \ / / I v_ --� v / / / i/ , vF_ 1 0 100 200 300 � ^ }V( Scale: 1 "=100' r-------- ''/'' /' �' / /' /' �'/ / / / / /-------- \ \ \ 1 \ I I \ \ \ \ \ \ \ ---> --------- \ \ ` �SOILCOERNOTSRIOOLN SYMBOLS ------ \s0ENT KEY// SYMBOL NO. TITLET/ / / /// // STREAM / 3.02 CONSTRUCTION ENTRANCE CCE 3.31 TEMPORARY SEEDING T \ \ / / I I I I I 1I I I I I 3.32 PERMANENT SEEDING C—/ T— L 3.35 MULCH U �— \ I / / / i/ / l T I —✓- — I— / _ \ / ra / / \ / I I \ WATER WATTLE �� /i / l l I I I I544 I \_ —1 1 \\ 1 1 �' �" 11 1 11 I 11 \\ \ / ' \ / I I I I / / / ::::::LIMITS OF DISTURBANCE ACCESS ROAD I 1 1 V � I 1 \ \ V '\ �� / v v v v I I/ / rr / / ,' //' I I I 11 v I vv v vv / CRITICAL \ \ \ \ LIMITS OF 11 I / / / / / / // / / / / I / / / I I EXISTING I 1 1 PROPERTY , 1 I I 1� \ / NOTE: / / I I 1 1 \ \ — ` ' r I I / — Straw Wattles installed in all swales adjacent to \ DISTURBANCE \LINES 1 1 I ',/ I I I I ,' / SLOPE / disturbed areas. 1 ---- ' — Stabilize all disturbed areas adjacent to trails \ \ \ I \ \ I 1 j I' / / / / / / / / / / / � --j I— I =� _-- I r. —1 1 -i— — \ 1 .1 1 \ \ � _ — _ — — / \ / / / / I/ with Ts, ps and MU as applicable. \ 8.0 ft WIDTH I ,, / / / / / / / (— — — — 1 , \ I I I I� ` \ \I 1 , 1 \ _ — // / / / / / / — Install Silt Fence parallel to trail when trail is within I I 1 I 100 feet of waterway, or as directed b the Count r, . r \ \ \ I MOUNTAIN I Erosion and Sediment Control Inspector. I 1� _ tl�li'P i0 9C BIKE TRAILS / 1\ 1 -- / 1 \ \ I \ ' / / / / / / 1 / / / \ \ ' ` ` �`, I 1 1 I 1 I I I \I, I \ \ 1 0 1 1 1 \ I \ I / / I / I It 'I V T / R 0 / Il l / 1- / d / I 1 UT IM �— \ / , LIMITS OF DISTURBANCE I \ / /� LIMITS OF III II I I / ' 8.0 ft WIDTH ' I I \ \ \\ \\ \ II i i ; I ` I I r ' /' /' / / DISTURBANCE 544- / / / / //'/ I I \ \ / , \ l \ I I I I I j \ I / / / / , / I II I I I I I I \ \ \ , �/ � \ \ \ \s II / I I III I \ \ \ 1 \ \ I ( I I I I l i l j II I /' / // /' / / ' 8.O f t WIDTH MOUNTAIN III I v Z / v v v �� ii 1 I I I ' I /`I i // \\ //'//' BIKE TRAILS I \ , , MOUNTAIN \\ I \ \ \ \ \ `\ \ \ \ \ \ BIKE TRAILS ` \ \ O /-496------- LIMITS O LIMITS 0- DISTURBANCE --- — DISTURBANCE I \ / , / / \ v v v v __ '// //' �� A A � v� v 8.0 ft WIDTH v I I I I I l l I 11 ' � l i/ 1 /' ,, ,/ / ///, ) /I 11 1 ) I I I '; I I ---- / ` \ �\ > / I I I I II // / / , / Q / / / / / 1 11 / v \ v v — 8.0 ft WIDTH v v-- MOUNTAIN / � /III I I II/ / / / / /�i % / / /i / � / A <v / / / / / / Ili I I \ i-- ACCESS ROAD -- — \ I I / / l J l ' / / / LO l / l I I l EXISTING — MOUNTAIN 7 \\ , BIKE TRAILS1/ v ` — — ---- /' // 1 \ �--_� �� � , / / / I I I I � il/ / / / /l/i � J / / / / 11 I 1 I I I // \ — — — — / \ \ \ _ / / / / / I / I / \ / / / / / BIKE TRAMS 1, / , ///' '/' ', II /, �'� I l I I i / / / / / / / / / ------ / / / / I I I I I I I I \ / / / // / / / /l /ll l i It l /l l /A \\ '- _---- _- -- ----- �--�- ---/- -,- CRITICAL - / SHIM 520 WP/O BURRSLOPE ENGINEERI NG �STREA/M RUF LAND PLANNING - PROJECT MANAGEMENT / / / ACCESS ROAD V/ / / ♦ V / / / , / // , / / / / / / / / / / / / / / / 912 E. HIGH ST. 434.227.5140 , / / / / / / / / / EXISIING / I / / / / / / / / /I/ / / / \ 1 / / / // / I / / / / \ / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ I \ / /// / // // / , / / / / I . l li l l / l / / , l / PROPERTY LINES \ / \ FLOODPLAIN / '/ / / / ,' / 1 // / / / , �I J / l �/ a / / / / / l l r / �/ I11 • / / / / l / / / l l l / / l I l T / / / v� VA — —--�-- / / / , / / �/ / / / 4 / / // I I I I \ / C / / / / -JJ/ 'o. 45183 / � / vv v� v I v v � v vv vv / // / / / / / / / is / / // / EQUIPMENT / / / / / / /'A \ \ \\ �' I III \ \ \ \ \\ \ \ `\ \ \\\\ / / / /J / / //!'/' / / / ��. '' ACCESS 3 �50 \It O \ ' — / ACCESS ROAD ' ' / J / / / / / / I / , o / / / / , ;/ vEXISTING LIMITS OF I II II I I I VSMP PLAN AMENDMENT FORDISTURBANCE v' WIDTH DIRT ft SESHOEvR(D � FAR HOR \ MOUNTAIN FARM v(STREAM,� E�� CR T�CA� \ \ \ , r ' S OPE BIKE TRAILS I LIMITS OF —\-- —�------- — ---_--_ -- ----- - - ; \ ALBEMARL E COUNTY, VIRGINIA SUBMISSION: DISTURBANCE 2021.11.03 8.0 ft WIDTH REVISION: --__NES WPO' BUFJdMOUNTAIN 1)2021.12.03E I r 2) 2021.12.20 O-1/Un TR MM PJ V BIKE TRAILS / I I I v� I / / 1 / ,-___ vv \ � v �_ _ --__ — �-._.•J_�' / I I / / / / I I / I ONC�A ACCESS ROAD STREAM — EXISTING AD RO I I FILE N0. EXISTING __--vv w�� —_ — v /�'— �t_v��v 460,� A�\vvv v�v v `vvvv vv v_v v I 11 11 (IIII I I \ I II \\ 1 I �I I I II \ I I I 18.046 EROSION & SEDIMENT CONTROL PLAN NO PROPOSED CHANGES TO THIS SHEET 100 0 100 200 300 C 9 Scale: 1 "=100' \ \\MATERIAL STORAGE I \ \ TEA / I / / \ SILT FENCE USE TRAILS OR MATERI, L I DEL ERYI \ \ \ II \ \ I � II I N/ ' WPO BUFFER \ I — — (STREAM BUFFER) \ O o / X: 197036 .130; Y: 3 378 .3151 la \ I I � I I I I I I I I I I � I I I I I I I I-� I i )BRIDGE 1 EROSION & SEDIMENT CONTROL PLAN C1 Q Scale:1 "=30" \ \ WQ� PBUFFER \ \ \ (STRE`M BUFFER) I I?6\ \ I I 0 \ \ \ o \ \ I - - \ X. 11470838.E \ — Y: 937674.43 \ _ \J ' \ N \ USETRAILS FOR MATERIAL \ DE\VERY Scale: 1 "=30 ILT FENC Q s \ _ \ per\ F\ 1 17 M XTE\ I A ` THE CONTRACTOR SHALL \ \ STO A E� \ \ COORDINATE WITH THE EROSION AND SEDIMENT CONTROL \ A`REA INSPECTOR TO DETERMINE ROUTES \ \ \ \ FOR BRINGING MATERIALS AND THE LIMITS OF DISTURBANCE SHOULD \ \per \ \ ALTEREDNOT BE EXPANDED OR WITHOUT THE APPROVAL OF THE \ \ \ \ INSPECTOR. IN WPO BUFFER / 1 I I \ \ I \ \ \\\ \\ \ \\ \\ \ (STREAM BUT I' I (J 0 AU BUFFER) \ \ \ \\\ \ \ \ \ I I I I I N SE, T AIL OR M TERIA o, \ � I I I IVERY �PE A�Alt o I \ \ \ s2 A ° A \ RAG \ \�9� 9N\ SILT F NC I I I I I r- v- 00 Go N T Cu � vN N �p I I I N Co EZ TR/ I S ' 1 X: 1 7158 .35 7 OR MAT RIL / / - �z I Y:13 873 .38 5 / - ELI'V R oo.o'- /co o 1 N SILT FENCE I / o rn / / , ti° e O g ;! eilm � I I I� }14181.4494 Y: �39 87 0.25 I , �� I I �d �► I I I MATERIA I I N �N'1 Cu N I I 1� I STO�AGE I I I I I I AREA I I I I I I I II I I I I I 03 i SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ZM.5 D'0.45183 /ONAU LNG VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. 18.046 BRIDGE 1 & 2 EROSION & N g SEDIMENT CONTROL PLAN 2 BRIDGE 2 EROSION & SEDIMENT CONTROL PLAN 30 0 30 so 90 C10 Scale:i"=30" Scale: 1"=30' C O \ I — WPO BUFF6 (STREAM BU ER) oo O \ ti J \ I od `/ II % A \ / m i 1 A \ 57� \ / aft 432, LIMITS OF / w o WP F I DISTURRBANCE 0 co i I Q ♦ DSMREHAr CE I I Q6 \ \ a S` Y� \ + 5 .0' LEAV 1.5 FT A OUND THE LEAVE 1.5 T AROUND THE Q / I / BRIDGE WITHIN ZONE AE AN ♦ NF \ \ '' I � BRIDE WIT Ifs ONE AE AND ,� \ \ \ I LOD UNPLA D o I LC D UNPLANTED r \ \ \ \ \ \ +, \ \ N � — mo \BRIDGE 1 EROSION & SEDIMENT CONTROL PLAN G1 Q Scale:1 "=30" Scale: 1 "=30 R S� AR �R� Q >>\ \ \\ \ \ \ \`�9� w9N\ I I I I I I — I 4 pQ \ I V O N I \ I I AT6 TS 0 1 I j 1� t' IMyTS OFI I N co co ,/ / I LEAVE 1.� FT AR UND I I ISITU BANCIS�AN E I I \ I_ I y= I \� I o — TI\ BRIDGE WITHIN 4ONE I l I AE ND LOD UNPLA TED I I I I �Ci 4N NO0.O'PO �UFFER — I I (STREAM BUFFFER) rn \ `r ir WPO BUFF R �/ o (SEA BUFFR^w / -A m°'rn Il�lr atiT/ �2� I I 2 BRIDGE 2 EROSION & SEDIMENT CONTROL PLAN GHQ Scale:l"=30" O 1 6.0 SEEDLING 6--6.o' 6.o'-4) SEEDLING 6 0' 1 )PLANTING PATTERN: 6' O.C. G17Scale: 1"=6' BUFFER AREA DISTURBED: 7,438 SF = 0.17 ACRES DISTURBED WITHIN 100' BUFFER MITIGATION PLANTING CALCULATIONS: 90.17 AC AREA DISTURBED WITHIN STREAM BUFFER 90.34 AC REQUIRED 2:1 RATIO REPLANTING AREA (2xO.17=0.34 AC) 90.15 AC AVAILABLE BUFFER REPLANTING AREA MITIGATION SOLUTION REQUIREMENTS: SEEDLING PLANTING FROM DCR RIPARIAN BUFFERS GUIDANCE MANUAL P.95 OPTION C, TABLE B: PLANT 1210 BARE ROOT SEEDLINGS/ACRE OF AVAILABLE REPLANTING AREA AT 6'x6' ON CENTER. PLANT 182 SEEDLINGS IN 0.15 AC REPLANTING AREA. MITIGATION STRATEGY: PLANT 121OxO.15= 182 BARE ROOT SEEDLINGS IN THE MITIGATION REPLANTING AREA. SEEDLINGS CAN BE PURCHASED IN BULK FROM THE VA. DEPT. OF FORESTRY. (ESTIMATED $80/100 SEEDLINGS) SEEDLING PLANTING INSTRUCTIONS: PLANT 200 BARE ROOT SEEDLINGS AT 6'X'6 ON CENTER. MITIGATION SPECIES LOCATED IN LIST ON THE LEFT OF THESE NOTES. SPECIES WERE SELECTED FROM ALBEMARLE COUNTY APPROVED PLANTING LIST. CONTRACTOR CAN SUBSTITUTE SPECIES ONLY AFTER CONSULTING AN ARBORIST. CONTRACTOR SHALL BEGIN PLANTING AFTER EARTHWORK IS FINISHED AND SHALL COMPLETE PLANTINGS WITHIN 6 MONTHS OF THE FIRST BRIDGE CONSTRUCTION. SEEDLINGS SHALL BE PLANTED ACCORDING TO BEST PRACTICES AS SPECIFIED BY THE USDA. MITIGATION PLANTING LIST Planting Type Botanical Name Common Name Seedling Quantity Large Shade Tree Quercus bicolor Swamp White Oak 50 Large Shade Tree Quercus phellos Willow Oak 50 Medium Shade Tree Amelanchier laevis Smooth Serviceberry 50 Medium Shade Tree Corpinus caroliniano American Hornbeam 50 BULK PURCHASE TOTAL 200 * ALL PLANTING SHALL BE BARE ROOT SEEDLING LEGEND 100' BUFFER DISTURBANCE MITIGATION REPLANTING (INSIDE BUFFER) + + + STREAM BUFFER NOTE: THE WPO BUFFER (STREAM BUFFER) IS WITHIN ZONE AE, (REGULATORY FLOOD PLAIN), THAT IS WHY THE MITIGATION PLAN IS SHOWING ONLY THE LIMITS OF DISTURBANCE WITHIN ZONE AE SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U M.5 D ic. 'o.45183 � >z�v(2� hw� G �`SSIONAt, VSMP PLAN AMENDMENT FOR HORSESHOE FARM ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.11.03 REVISION: 1) 2021.12.03 2) 2021.12.20 FILE NO. MITIGATION PLAN me C11 �._+:- _ ' ,. : \ \ \ 1 I \ 1 , l - I , - \ I 1 1 \ '\ \ I\ \ 1 1 1 \ % / / / / / / J,-f/Y r l 1 / 1 I �� • I ,/ ' /'i - / /' _ \ \ II ' I \ `v I _i „ I _ \ -` \ -` I , \ --�i i , / / J / r----------------1 ` I , , , 1 1 111 I I ii \ I , , I I I I i / / / / '/ !/ / , \ \ I I / r \ \ / / I -' 1. ,,- _ ,%'" - \ , "-I- I - \ / I ' % , / / \ \\ 1 1 1 1 11 1 ` I\ , 1 ' / / / / , 4C - ASHE LOAM, 7 TO 15 PERCENT SLOPES, HSG: B „ , „ I'1✓;' / \ "I I \ ''/ '_____________ \ I I \ / / \ / \ \I 1, JYC I , ., J 1 , \ II l , \. \/ /.= - //- \ 11111 11„ `\`\ \\ ` \ 1 , \ / // / ,/ /!/, / I 11 `I\ 1 \/ r / \ '1• ,/ " / III' / \I 'd, 11 I/'"' ,`/" /// \ 1I, '111 I / /// // \ _ I / 4D -ASHE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B ;'" II"\\1' / _ %%/, -__ - III 1 / --_----___ \ 1 \ \ 1 \ / /// .j� ;/1 I, 1 ,/N II , I, /// _-� _ _ _ _ '_ _-'" l I , I' 11111/1/I II IIIr - ''�'- '''-'.G--/ //// /'/I'_ ♦\\' '1, 1\1\1\ \\\\ '1 , 1 1 , , '1 Il -WC� v,J/%/i', ' JI I / /I//�O' / li I / i \1\\\I \ \`\\ \ ' / / /' 1 I I ' , / ! / l ' // i - r , , / / ' / _ / J \ \ , \ \ 1 / 1 ♦ 1 I l 1 I 1 I I " " / J / / / / / _ - \ \ , 1 \ 1 \ 1 \ �! ` -- / i / ' \ `\ l 1 _ \ / / i/ii i'% /"/�_ _ 11111111111 I ` \\\"A \\��\,;\I/ // 11111111 'I Ill' 1 _ ________- -_-. '%-'-"' ,',-'/ ,' �"-r,:- / ____ \1\' 1 1'\''1\1\\\1`\\\ 111 1 `\ , H- \ \ \ J,,, I / ////// // / // I/�/ -/\\ \ 4E - ASHE LOAM, 25 TO 45 PERCENT SLOPES HSG.B I • ,/, r _-__, _ - „,„/ /„-, ___-_ _ ___ I _ _ -�7 \ _ ` _ / I I I I L / ' \ 111I I'I III I I' --- - / _ _____ , , `\ \ `\ `\ \` \-�/ /J/I I I rll I// _ \` \\\, / , „ , / III I 1 1 i--' / i / , \ / / // / / / / ," _ _ -` _ I" \ I I ___ \ �- I \ \ `\ I ,l l l l l /' , l / J - 10 RODNDA LOAMY SAND, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED, HSG. A --, / I _ -_--_--';-' ;; �', / , � - �__---- 11,\ .1 1 "�`;\��1° „�'r I III - _ - - `\� y ,'>• ' ' " ' ' � ` ___ \ I b _ "/ / /, %/ ��-. __ - �C �Vp 1 \\11 1 \\\\\\\\\ / Illlll II'I'11111111 r _ � '"/� ii '- / / /'''/%' _ - \ 1 \ \11 1\\I \ \ y \ \ \\ \ \I\\\``\\`` ,TT I11I I //// /// % /!'n`I //'' / '-i`\\ ,/ , 1; II II III //__ -- -,/ ,/,\\ / / .\ - ` ` \ $qW Ilr \ \\\ I\\\ \\\ /�ril / 'I' I - _. \ \ 1 1 ,\ ` \ 1 , / , /// , / / ' 14C CHESTER LOAM 7 TO 15 PERCENT SLOPES HGG. B \ / I _// „ I I I' / '"I ______ i , / / \ \ .\ 11'll /I I llyl I11 //; -'�; //, --- - _ ( ) \I\'1 I I \\oI'l ,V", \ /1, / 11'I 'I ,"' ' 11 III /___ "�, - - \1 I I I//,� --\ ' ,, ,,. I �/ ,/ \`\--���\\-�_ _ \n 11 ,\\\\� �'?/r §I11 111 11 II,I '" _ ' Y'/�-T ,� 1 1 \ 1 1 \ ''' I I l ' llrll/// , /' ' - ' / 14D -CHESTER LOAM 15 TO 25 PERCENT SLOPES HSG. B " \ \ "" \�°C";\\ ,/ 111 1' I' 111 11 / . / __ 1 1 1 SOIL$ (TYP) \ 111 , \ ,\ I \;\ \ � `♦ `a, ` \ `\ 1 „\ „ / /„/ / // // ' // 1' \\ , 1 1 / / // I II i /�//_______ \ r_,/ , // // J\ \n 1 „ 11 II1111, III i I, 1 `\`\ ` / // - / - -` I i \ ' ���� ..\ '�.!; ir' it "'` / / '''/ ''///,'___'I ,' \'1'i, `\ II `♦ I '�I'\` ` ///lli'II I�'l iiillii it li iJ / // ''- i/ 19B - MINNIEVILLE LOAM 2 TO 7 PORCENT SLOPES HSG:B '1 `\"°'il1 ;'lli'rP '//... •. I'I - /llr ��_�_` `__�_ - `" �`; "�\ 1' t I�'^�T1I, I�"I'x' a� ����''// / /A'/r` T�% ;/ I 1 11\ ,II 1,1 �^1;,1 \\``�"� 1 I \ _ ,l IIII l , l rr rrl '/ /�;l I I I I "'/ r r ,\\\\ 111 //%// Ili//%'%' _--_ -" _-\-��"` \•�`-`, 11 I' I \ `\ \ ,I I'111, 1\\\ sifla�sss 11, \ ,, \\IIII ��', �J-T ,/ ,II // f// /// /II , / , yr' / _ - __ \�j\I'�1��,y l� �J. -Iy y �y yr \ �/ \ \ "\ ' I I // / / / l "/ / / / //, .� --__ Y\ i i / 1 �/ Ill I l / - \ ,`\` \ ''l \' `\ `\ \ \\ ` / _�. l �1•�T TSTl�1 TI ``per �♦s �r /' TI '�I , , / / _�__________-__ \ � \` �`\\ \`\ I I �L\c: 1I 1 ,1 PROPERTY\ \ v 1 � 'f �'I'7��1�: �,�..�V � a- 111 \ '' 1 / r, ll , i I/ / / I I l i, 19C -MINNIEVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG. B ,; I I I I' / , 11 , /,//,/ _ \ _,; ;, i , /; / _ - ` `- `::\ ` ♦\ \\\ ; ; \' "1 II' \'I UNES \ \ /' 'r(I IT'I , 1"� �l /„ _\,? l I l r `\ `\ 1 I I // / / / // /,r \V , , l l l l ♦ ♦ \ ♦ \ \ I \ I / / / ' \ \ i l l r l / 1 `\ `\ l 19D MINNIEVILLE LOAM, 15 TO 25 PORCENT SLOPES, HSG.B 11 __` \�' v ,,, „' „ / \`"\" I \ Il\, '\\,I TIC �-' h.1-_1, 1,\1\\I\ 1 I' \ „r , I / / \ \ 1 I, / / - ,�-_ ^ : / , I I l 1 I l I - `� �` ` \\ ♦\ , I 1 q I 1' 1 1 \ \ I\ ` \ \ 1 , \ \ , \ \ \ \ \ \ \ \ , 1 1 / ,tlr /% l l , , I I 1 1 �\ 1 1 \ \ 11 , I 1 1 1 1` \\ , , �1 1 , I l l ' /, i I / r I \ \ \ \ ` /, I ,\ 111 ////'/// 21B - CULPEPER TINE SANDY LOAM 2 TO 7 PERCENT SLOPES HSG.B / s J /- 1,--; / "II IIII _ \" „1\ I CI'`f, )\\,\\\,\ \\` / J /,, IIII I I I I ',,,'� r \/ hl,lll 1 / /r 1 \`\ `\`\\\ 1 pp r , I,r/ I \ '/'////; �'Ir Ill ' \\`\� R V- '//I1111 r;♦ \ ,1 ', j11' / I,'I\ \\\\\ \\,\\\\\\I\\\\ ` \\ \ I ' I // / '-' 1 , I / / I �', \ I 1 I l I / i / / / /' / r�l I l i 1 i i i L - / 'I '\ \ \ 1 1 \ , \I 11 ', `, \ PROPERTY ' ',\ ', i / I 1 I'\ ` , I CRITICAL : i l i ' `\ `\ `\ `\ \ `\ `\ `, `\ \ `I i 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLPES, HSG:B II,;/r / II, ///;; ///,' - :,, II III I,'' / .--- \\I M``f11, 11 .I `, \1 „\`\\ 1111.�' /" I'iIl`\I \\\`\\\`\\"\\ \ \ \ 1 I '; J; ,'I/II II 1 , \ I'll IIII,. 1 \ \ ' I___ /; ;51 �� \ 11 , / 1 I , / I , ,,, /, 9 - - \� 1 I , �''j��� ', ,, A I}' , A 1 1 „� ' I I A `V A A A I - - / 1 / n I1 11/// ' ii, , ___-__•`, �\ i 'I Il/IIII / l ARYYpS ,/:,i rl li ,A V `� 1',A`\ U I I II ` A„A AAtV AA`` AA AI I A, I 1 I I 1 A� TINES , I `____ II 1 11/y 1 A , __ ,i, 1_ 1, 1�'' I '/iil 11 vI ' , ,SLOPE „'I �, (`vvI vI 1IA`v1I 1Iv 36C HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B 1 ,I "„/ //; _''---___, I 1 I;,I / I _ /,I,r /'III `'111`A`v`vv` vv v Iv v v "% /JJJ v/ A`vAI'- +III ;I" r %1 AV`vAA`v`I`\ v``` ' / ",Z",,/„/, ` ^ ;', , ,, ' --- ♦♦ ,,'',A11 11.�1 r',1 +.,1 _-_"-';;,/IIII / 1 %III Ilk v v vv vv' \I II`,I \\IIII, 1%i �// _\ I ill///l _ %iii'/i'i i'�i I `\\`Y`I1\IIII I\ II I„ \\�\ �`\\\`\\I\I\III II I I I ///i ,Ill 11 !/ I ` l l I l \\ \I\I\\\\ \\\\ 36D -HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG: B �'I1 �1 / l - / 1 ,-i';'�-„'/ _!,I ,' I I HSG:B,\'`� ♦yv` v v v v /" I, / ,A_ _ / M,, 11 , /I , A , v / I ` 11 I I \ I l l / / / / __ \` '1I / <� _ _ ., l \ \ _ l i \ I I `\ ♦1 , \\ \ I 1 I I I , , I / / \ \i ' \ 11 1 1 I � 11 1 1 L \ / 1 / l�l.,v' 019\/ / 11 I l l I 1 \ \I \ \I \ \ \I \ \I \ `, `, `\ 37C3 HAYESVILLE CLAY LOAM, 7 TO 15 PORCENT SLOPES, SEVERELY ERODED, HSG:B y`, A` �1 /, ,,/ /- $OIL$ (TYP)' CRITICAL /„ J� `` 1 I /'; /,J' ______ -III �, ,,r / I, I 1 `„ A A 1 v 37D3 -HAYESVILLE CLAY LOAM 15 TO 25 PERCENT SLOPES SEVERELY ERODED HSG: B %Il1; II " l % %' ��_ SLOPE !,% ; v-/i 'I % I I I' w-; -`; ' I I I J' %/'/ ( I / I �' ' v v 1, '_ _ __ `/�I , R$0 I :; 'I I } v `v A v v , A`V A `, A ` I /; '; y_ III'' II 1,///// �' Y -, / / / J� IIII ,'1' 1- 11 III I' I I I `, !' ;';//I, / � 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES HSG: B „/ /- W 11 / / _ �/ , I I I III 1 I 1 „ , / / �; r I 1 / , A , ' J; / , , / / 'I `V I I 1 ' IvL ; 'I '; , 1. / , / / I , A _ [y' '�"I , ^\I`- ii it 1''i/ /// , //.\ , ) % / --/ i 1 i 1 \ `\ I I - * 9'/ / ' / I l \ \\ A ' `,♦ I I 1 I l III / / ; I , , ` = , a"" ' 1 , I I 1 I ' I i' ----- %''' III I I , I , 1 1 , \ , , , / I I \ I ` "' -\ \ \ , I I , ' MP 3d / 39E -HAZEL LOAM, 25 TO 45 PERCENT SLOPES, HSG:B �,/,/„/,•,- 1, � \I � __.�-.- ---- � / ;Il "`'' -- /"I II'j11 11' III `\ 1, ,%%' ;;/';; ;;/,, I'll; ,\ �'-'� -- I 1 III 1 ; 7 /J;%' ,%/,'/ ;'i I I/' ?!d _ -i /' i i ' \� \ \ `.` " I i i i i l i / / i /' i \ \I 11 ' ' . / , i f ` "i ` `\ i ' I . 1 1 / I / / /" / ' J , - , 1 41 B YADKIN LOAM, 2 TO 7 PORCENT SLOPES, HSG. B ,,'x / / ', / .. - j / /' II; I'1 'IIII' 1, k' `- / "4�/ / l! III ; 11 1 1 1 __ / /, i,; I '„ \ \ I 1 1 a ;/` '' �Allf( I�♦�' 1 I ' I / / ti i / ,__T � `\, ' r lI, l I / / /I \ \\\,\ - - _ /µ�'�4j f�I �/I��fr ` / / \ / / I, , // l r / 1 \ /l ,.'-• i ,. • : II'\I • 5 //,i/// , l/I IIII 111111 II \I \ 1 __4Y///' �, �/ /i 1 'I `\ ` ''\'\ \ `\ i ' it ', '1 i/ , I I /l / J'//i i 1 1'Y-'� T�1 1 - ' I`\ _ 41 C YADKIN LOAM, 7 TO 15 PERCENT SLOPES, HSG. B I /, , /_l , II , , , / \ \ \ \ / <- / / I IIII III I 'I , 1 ,III %, \ , I I I I; 1 ' I,\ ,�- ,, , ,, l , �' �:... , 1 , ' ' ' ' I 1 I \ \ , --' \ \ , . \ \ ` I \ , ! l / I ; I % l ' „1;, I I, 14111 I 1 ', \ - 42D3 YADKIN CLAY LOAM 15 TO 25 PERCENT SLOPES SEVERELY ERODED HSG. B /�, I , \ l I , l \ I1 %/ % �'%%'�%III III 1 1 / '- _--/!lr is 1 I //I !I I'rl I,, \\'\\\\\ ______''''''', nli i,l'1 `\` /il \\\ \ ` I li 1 11'I" \I'\`\`il'i/i/ i ''iII/IiIIlII11Ib'1 '1 'I`y\\,\-- -\- 53B - DANRIPPLE LOAM 2 TO 7 PERCENT SLOPES HSI /I'11,I/; , ,'I'l/II;/ \\ �_ -.------'/', I,,, li/, �;;Il,II' ll \ \ //,:, "1I ,1, \`;` I \ SgL$(T1P) \\ \\ \I\\1 // IIYI'♦`, -_ r , J , I , l r ,- ___ . \�I, ,' --J s -'--�-. }. ------ 'r ` „l 1 I 1, /"I r , 1 ' 1 `\\ \ \ _- t / I// I rl /I / I I A \ ` \ - - - - _______ _•`', / 1 ', IIII II/I// I I,(1 \\, \;\\ ,_ �i'' i�'' / I III ,\I\ `♦\`\`'""j/, Ir'/'., i`I I I \\ l l III I' I / '1 1\ \\ \\`\ ( - -II 568 MEADOWVILLE LOAM, 2 TO 7 PERCENT SLOPES, HSG.A I I,II `-/, 11 1_---- `` /I l' _ ---- I /// - \\ \\` ''///"/ /l'/II l'1V` \\>`,' / l r I I -_____, I 1 - - `, 1 I HSG A 1 _ ____ 1 1 I , I I \ _ __ ,/a, , ' \ `` ``\ \ `'!-% \ 1 I III 11 ' I l ,\ ` \ j ;� \ r r/ / ``I - \`\gip\ /, , 1 \ \ ` \ /, i, 11 , i III \ \ \ \ \\.\ 'i/ iil l//' /, , \I\ . i / , ,'/: 56C - MEADOWVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG. A I ( I I P ,, -------------- � I - - \� " 1 1 =- __ - , , I ' ,,' , /, l ( / %!;, I I , 1 \`\ / // I I I , //; 1 ,l% ♦ ,\ , �- %moo'% ---\----- / \ 1 I , I 1 \ ♦ ♦ ♦ \ \ ♦\ \ I 1 I I' \ 1 H G: A / , I \ I I 1 \ / /' 66E PARKER VERY STONY LOAM, 25 TO 45 PERCENT SLOPES, HSG. A , /l 1 1 - „ - I \ PROPER \ - -__ = % I „ 11 . \ `;` l > / ' 1 %I / ,'j' I I I / \ 1 r »- l \`♦\ ♦ \ \ \ ` `♦ `- ♦ \`� ♦ `, , - i i '' ', \I \ `\ \\,` `y _ /I 1 \ \ I 1 1 I I , l I I ' / , \`` \ ` ' I 11 I 1 /, I I I / l I r f / /' / / ' - I ', 1\ (I ; . 67E - PARKER EXTREMELY STONY LOAM 25 TO 60 PERCENT SLOPES HSG.A �- I I , / /,/ _--___------__'_`� _ _" uNEs \♦\\ ____________ % / \ = 111 IIII 1 J II -'%�%' %/1 " 1 �i i /' i - 1 , I I \ -_ -- - _ _ - ``. -III I / ' I I 1I II,1 IM 1, - \1 r , i '-, 1 I I ' ' / „/i'' \ "- -,, l /� y,�__�a_a= _ _-------- - _ \ `,\ .'// \ ----\' lI 'i I ' //':' , 1 1 I, ,I I I I 11 /%iJ/ , -I ', ` \\ 76 - DAN RIVER LOAM, 0 TO 2 PERCENT SLOPES, OCASIONALLY FLOODED, HSI - 1 1 , I , I 1 ; ,` , � ,;; /\, ,' - - ---- �. �: ____-___--------- \ 11 1 lI �/ / , , I I I „ / I , 1 1 ' I .*/ ': ' 1 111 \ r ♦ . / - ��_�__ __ -/' \♦ - _ \♦ --- 1 1 I I, , 1 '/ , I 'i, < /'_-,- / \. ♦ ___ _ > ♦ 77 DAN RIVER CODORUS COMPLES 0 TO 2 PERCENT SLOPES OCCASIONALLY FLOODED HSG.B 1 ---- - _ , / 1 I 1 1 / / / I 1 1 \ _ �'` 1 I I , -` /`♦///I I ,, , III I ' IiI IIII, II'/ i'/ / i'l l///l l l I III''''`(` `\\\�`' 83 COLVARD FINE SANDY LOAM, 0 TO 2 PORCENT SLOPES, OCCASIONALLY FLOODED, HSG. A I ( , , \ _ ��� _ - \ _______---- - � \ - 1 II I I / I "Ill/l l l `\\ \ ` \`\`,`\ ,\`\ t" ' \ , 1 , \ \ , , _ -- - I , , \ /_-_ I ,I `,, / / /lI I 1 I / I I I / I f \ '/ / I 1 / / / I 1 \ \ 1 I I I I ` \ 1/ ' a' \-__-- \ ♦ ` _ _ _____________"______ / _ i i l / i / I I I /, 1 1 I I I I ' ' i ' / / /"ll' l l / I / MI , � � ` ♦ `\\`♦`♦`� \\`\ \`♦`\ `\ -/ \ ` -/ ,' 1 / ..•\ � _ _� ♦ _ I' _ //, ' ', / / 'I/111 1 1 , I I / \'J' IIII,/ l'l/l/Il I \\\ \ `, `\ ', 1 1 `\ \ .-'.'/ HSG:B r / ' ' .\, yes \ -' _--_ _ ` / // i%,' i l , , I . / I r , l r \ 1 \ , I l , l >_-,, -lM.r - _ c_ � I ♦r �♦ \�♦\ 'I SOILS ( ) \ CRITICAL , ; / /, , /' 1 / lr : / , ii I I i 1 I I ; I ` ./i i i i 11 I' /I' i l i i i Ili //__• `: \• \ ' 1 1, _ �__ "'1 - - - 1 I 1 I t I / /„ �\\\`��♦\ \`\\`, I 1 1 is /- 'i PROPERTY \ __ / I I I 1 / / / / /. / \ I 1 1 \ , i ,,� 1 I i l -_ - "'�`'�.._ i , \ _ , SLOPE %: I 1 / /�: / , / I , / r / I \ .______� / , \ \ •� \ \ \ ' I I 1 '- \ \ ` PROPERTY � , ♦ I / , I C rl /, - \ _ / II \ \ \ / / _ _ , I 1 \ \ `---, /\\ \ I \ , r .,.11 , ll / / UNES v \ \ ♦`,�. _-:. --_-_ � .._-_. \ - _ /' ''%�-' , I 1 I , 1 , 1 l , 1 / i' /, I �/l I , Ili i//, , 1 u I I I // l , .-I 1, ' I`, `, `♦ ` , , , , f , I 1 \ , \ \ 'i ' � `., \ _\._ EWES 1 _ � saLs (I lr) _ _ __ I _ -'/; 1 ' ' 1 I / 1 I l - •jay[%_�-- \ \ / I , r 1 , , , , l , , / I 1 1 / , , 1 I J / / l / ' / 1 \ T \ I' 1 1 I 1 / /'' , r III 11 ♦` /♦\ I \\ ` /^♦ ,, � „y ., .., , I Il „ ,1,\\ � _ � ' +I / l ,/I// /% (IIII IIII l//i /l, __ 1 ♦ \ / \ , ` CIV TIp \ '/ ( r� ll 1 I ,-/ , / / , % ,\ \ `, V' '�/' l / , I l / , / ,l I r _ - _ \\ ,_ I, 1 . ♦ , / - I \,\ / -- , , I 1 1 \ \``\`I\ \ ,_ ,♦� JVILS (I lr) ,�/ ! it 29- LI / , _ � n ___ , `, `\\ - / _ ; i -'/; '1 ' I ; I I I 1 I l %;' / f_l/ - - -' 1 \ ♦ ` . 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I/l , l I -, 4 1_ I/y ( ) ,''// i'/' / / / / / , / UNES / i / // //'r I Ili / i l , I 1 I , V" 1 , P ' 1 , , ` \ - I r \ \ .� VI I _,I - , , / / ' / ,' / / , / I , r l / l �` 1j i i r ' i l i I i i l i i - _ _. , I , \ ,�/(y� , \ , , I 1 ' 1 / I , I I ( (� , y1 [� \ `� ♦ \ '�'. i \ \ \ \ ' i / l , I I / ' ' /„ \ , _ '„f � � \\ , '' / / 1 / / i I / r ': , l , , / / / l r , I, , 1 - :`YJ'' \, , I ,` ,I - , ,/I \WPX/ FI L -- \\ / sLCPE I, , I I / - '/''- % 1 , ,IIII , 'I , ,,, IIII , ;; I ,l1 IIII I l ," __. / Il I 11 11 __- /�! / // / I � I - ' _ ��� ' / ///// / / C1'/ / %/ / / / / ll l /C/��/1 / II I II I I I I -1" ;, \ :��: `♦1 II ' I\ 1 , 1 ,, -:"J' 1 / /, / ���`:` 1 I , I '`\ /' , ; \ - - �`� �, / '' /� I , / I - ;,, , l / , ll j l 1 r - '1 1 , 1 I\ / p @/ ����//` I / _ \\ `\ 1- / i11 /, l / //'� " Ifll i// / ' l/ 1 -\- ,,/ I `♦�\ 1 , 1 �` THE M_#JIIktR fir. \V'.` �I. 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I I I1 _ -- HORSESHOE BEND - ? / '' /' __ ; /: ,'G'; /; , . r , . r r .. /!;;%,'i / -- -- ♦\ ` / ; ' / / / / / " (_ F\ \ _ r ,III 'ill 1 / _ _ -___ ' / // 9 / I II I I _�' __ / , I -� - - - ;ROAD. , i / / -- __ _ ,'/,�, , //' I' l /,l -�� \ \'�` \ �1i'/ _ ' ' / / \ e I _-^` / r} '/ / I I F`\ \`\ I I III 1 "1"'� 1 - - /!/ , \," �'I , 1 3.35 MULCH I I I - __ I I _ I' - 1 - `1 II 1 1 M 1 /; - �f'Y ,�R 111 1 / ' ' \ \ � `• /_ - i t I I I _ V1�� ` / ', 1 '- � I I I I I I I - I '/ \ �' ` I 'l// Ji, -- / / 1 1"I I ' I "\ \` _ \ I 1 I I I I 11I , I \ 1 \ -,` -__ /- I I 1 / 1 1 I / / ' I I I I \ - -, \ \\ .\ \ f \ , ' `: <' _ ' 1 � I 11 \ 'I '' 1 \ ` \ \ ``` ` ` ' _ 1 I I 1 1 1 , , I III I I 1 \ 1 '1 ' 'I , '\ \ 'I `\ , _ 1 �- _ _ 3.. a_, _ / ) 1 . I � \ \ , / `..• \ I ' it I r 1 r I I ' 1 1 1 \ i , - WATER WATTLE 1 _--` _ l \�"\�-,,��]_(((����\�L s_.- a __ _ \ ._ _ I - ' /�/�/__I ' ,./ I \1 \`/' - R I I I I\ \ \ \ 1 1 1 / / , / _ c 1 \ \`\\\\_I\ ✓ /i,'_ - _ T\ > i i / \ 1 \� _ l /"-1 1 ' / - \♦`.. `I III,\\`\ \', l \ \ �`\\, `\\ --__i / \ \\I \ I I I I 1 I I II I �,\�r�/\t, r� r 1 \ , /:', A \ \-�J i - J_ %_✓ I I// __\`• ,\. :.\,�/_�'\ ,�, '/' _ I'Y1,`\`1 `I',1 j_ \\ `1\\\1,�'� '� ,L \, \ 1 ;�ll 'llrl' `1\VT'•.lA\\B'�1�fQ ,// _ / \ �.. _ / __ / I , I / __ \♦ ♦ � \, , \ \ __♦\♦,y_ 11 I /-; ,Z `D ���` \ \\ '1 1 -` �` `I `'' / _ \ / , /' ': i' �1 ' / / ' I 1 \ ' _, _ _ _ _ _ _ _ _ P29 85 - - - / , - \ / 1 1 'i, .' , t a ' 1\ 1 1 I 1 ' , 1 1 \` ,11\' //' - \ \ I I( I ��Atl1 `QC��E�R) \ /� , ;%�,� I TS OF D STURB CE / / / / NO PROPOSED CHANGES TO THIS SHEET U M.5 D ic. 'o.45183 � ,�Iv(2! w� �s'S /ONAL LNG MP PLAN AMENDMENT FOR ORSESHOE ARM EMARLE COUNTY, VIRGINIA BMISSION: 21.11.03 ISION: 021.12.03 021.12.20 . \ � __ __ - , .\`. :`\ ` _ 1 - I I I 1 \ ,\\ , ,,, / \ \ / / / LIMI AN / _ ` \ I \ _ \� I 1 \ \ \ / / 1 I / -y -�. - / , __\`'41 /' ,I 11 r_\`\,\\�,/ Il l ____ ,.\, , I/lr' 1'I' 11" `` ` '/i/// SHALL / /' e. �- ` `: _ _ L' - _ :; l //,;, FILE N0. 1\ \`\ \ _ `I II 1 //%'l / \\\\\�\ \`,1 ll,,l \ 1 1 `\ 1\I,-, /,IIII 1' `1 `,\ \ // / „I, I I \' 1 `\ i /, / \I / ..,// ''/,/ ��i_-'_-" \`\```\\\ __\I `I I�,II I /%IIII - \11\III\\ 11 \I \\\II/i' III AI \ 1`, `I l//� i/i 1,/l , I,\ \ 1 \ \I` \\ \ // /J/i,', / 1 'Y \`♦ '/\-\\\\ \` \ 1 III , %�¢ /' C\\`\\`C \,\\ \ 1 1 \ \ �\``J 11' 1 1\ ' ;//1, //'/'l I I ,1 ♦\` ` // / ___ / - ` - 1` / 111 , y' , _ , ;' ` -` \\ \ ` ' %"-- -- --- / \ `, \ \ \ ` `` I 1 ✓' I " '::;: :' ,.�: �`\, \ \ ` \ \ 1 \ \-_--_ \♦, , \ , \ I, , \ ,, / , , 1 , ' `_ ♦\\\` -- NOTE: / 1 \ \ `\`,', / 1 1 `, `\\ \\ ` \` I 11/1 1;I / '/ /', / \ CJ\. ,I \\\ \\ \ \ \ 1 \�-_ _ � ♦`_.� '_\ i 1 ` 1\ �/`\\III I / / I I I \ ` ```\\` I, / A , , , , I , ' , /"/ ` \` \ \ / ,\ \;" ' 1 \ \ \ \ Straw Wattles installed in all swales adjacent to disturbed / I, /.; ' \\//__ -_\ \ l,\\ \ 1,1 I'lll;'I /.',/�i/ ''//' \`. `.�� \\\,\` `'I __' \```:\ \: i,l ,\ 1 , \„I \ \/ \ ` `\ •`\ //1 OrBaa. \I / / 11 \ / // ,; ;; - / __ _- \I //, ; , \ i 1 l // 1 , ''/; "--'-- ._\♦ \ \ \ \ 1 --- ♦ \\`:` -- 'IN '''il ,1!I,'Ij '; ', ,I \ ; \\\`�\ `, `I \ `\ \ \ -- / r '/''--\\\ /,�/' _ / / // i/I IIII'/'/J%%'%i ♦� \`\ `,\ \\' \ 'Ill ll'I 1 1 11 `\\\`\\`\\\`,\ \ \\`\`\ \\\`- \♦�`\' _ //II / /' I\ 1-RITCP,L , - \ \\ `�_I1 --- /, /, �, j,// I,\, , \� ,I,plll,Ill'IIll T 11;, \\ \\ \ \ \`\\\ `\\ ,I l - Stabilize all disturbed areas ad' cent to trails with TS PS and t =�\ r \\\\:' _ , ,�, ;;' IIII, I / \`, "' SOIL MAP ''/ I, "•/ \\ -\ ` ''/ / /, //r1 / i i l , i' / - _ l \ ) 1\I\ + \ ` \ \` ` \ / �/ MU OS a IiCable. ' \ 11 / ,, / - : %; ,Ill III (/ ; - - } 1 / - \ `_ _ 1 11 i \°,� \? ` - PP /' �\ 1 _ - _ I '/ __ I 1 \ \, \ Install Silt Fence arallel to trail when trail is within 100 feet of // __ ___ \` ('<' / '/ / I 1\ r i / \�' 1 - \` I 1 III / P _ A , _ _ r- V Ate` , - 1 '-! -. A v _ , � 1 l` v waterwa or as directed b the Count Erosion and Sediment Control _ '.'Y y' 'I r r / / / _- _ - `vA v 1 v v 1 (' ', , A v v v ( / __ v� ___ vy v v 1 11 Iv 1 ` `♦A � -' I Y• Y Y // / , , ( _ \` \ `\` , 1 1 \ \ / - \ , \ \ / 1 II I❑ 1 \-\ 1 Inspector. 1`\ - - I ,I 100 200 I ' v I I _ I I I ` v�'/', ' 1 ,'" - '- ' / 1 I � , A II; G' I vvv - - - _ 300 I 1 ' - ' 1 ' `' ; 1A `, ' _ `♦ - ; , ' , , I , -V = - / A ; A ', I , , II ' VII 11' \ , A ` V ----__ -- Scale: 1 "=100' C� 1992 3.35 Source: Va. DSWC TABLE 3.35-A TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES' NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1N - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.' Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 ca. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. " When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 Ibs./ac. or 45 lbs./1000 sq. ft. 1 MULCHING MU C13 Not To Scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6'MAX. FLOW] 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE 0V STAKES. PERMANENT SEEDING SPECIFICATIONS February 16 through April 30 Kentucky 31 Fescue — 128 Ibs/acre; Red Top Grass — 2 Ibs/acre; Annual Rye — 20 Ibs/acre. Add 20 Ibs/acre Indian grass when slopes are greater than 3:1. May 1 through August 15: Kentucky 31 Fescue — 128 Ibs/acre; Red Top Grass — 2 Ibs/acre; Foxtail Millet — 20 Ibs/acre. Add 20 Ibs/acre Indian grass when slopes are greater than 3:1. August 16 through October 31: Kentucky 31 Fescue — 128 Ibs/acre; Red Top Grass — 2 Ibs/acre; Annual Rye — 20 Ibs/acre. Add 20 Ibs/acre Indian grass on slopes greater than 3:1. November 1 through February 15: Kentucky 31 Fescue — 128 Ibs/acre; Red Top Grass — 2 Ibs/acre; Winter Rye — 20 Ibs/acre. Add 20 Ibs/acre Indian grass on slopes greater than 3:1. Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with mulch blower or by hand. LIME AND FERTILIZER SPECIFICATIONS: Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from CITY Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10 lbs. per 1,000 square feet) or equivalent. 2 PERMANENT SEEDING (PS 013 Not To Scale TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.51 Coarse Spray 350 s DUST CONTROL DC C13 Not To Scale ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate lbs./acre 50/50 Mix of Sept. 1 -Feb. 15 Annual Ryegrass 50 - 100 (Loliom multi-florum) Cereal (Winter) Rye (Secale cereale) Feb. 16 -Apr. 30 Annual Ryegrass 60 - 100 (Loliom multi-florum) May 1-Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 3 TEMPORARY SEEDING C13 Not To Scale I Source: https://www.erosionpollution.com/ Slaw tolls must be placed alo ng slope co n[ou IS 3'- 4' I `I (1.2m) EXISTING GROUND 70' MIN. FILTER CLOTH � 6" MIN. I A I SIDE ELEVATION 70' MIN. 10' 12' MIN. VDDT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW +`"lx ,.`w,,, SECTION A -A EXISTING PAVEMENT 5:1 Y MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. 4 STONE CONSTRUCTION ENTRANCE (CE C13 Not To Scale SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COMand native seeds -EIIIIII r=_�v -Ell Jill ' C.J t M. 5 D 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT .ic. 0.45183 TO STAKES AND EXTEND THE EXCAVATED SOIL. I /� ��•` � 1'LIw�21 ty� IT INTO THE TRENCH. STRAW WATTLE SPECIFICACTION SHEET 10 - 25' (3-Bm)�s'S /ONAL bNG` "9 INCH STRAW WATTLE PRODUCT SPECIFICATION" �I I Spaang depends / VSMP PLAN AMENDMENT FOR on sod type and PROPERTY English Small Roll Metric Small Roll slope ztee pnesz I, Sediment. organic matter, captured behind theeiolls. HORSESHOE Product FLOW Dimensions 9in. x25ft. 23cmX760cm FARM ( Diameter x III — Length +/-10%) SHEET FLOW INSTALLATION 3 (PERSPECTIVE VIEW) -5" -tz mm) Product Weight 35 Lbs. 16 kg ALBEMARLE COUNTY, VIRGINIA (+/-10%) aSUBMISSION: on�omm) FLOW •t 2021.11.03 q A \\\ Wattle Density 3.2 Lbs/ft^3 51.26 Kg /m3 Lae stake p REVISION: \ B (+/-10%)r,x r'Sink e 1) 2021.12.03 (25x 25mm) Fiber Composition 100% certified noxious weed -free strove 2) 2021.12.20 NOTE. 1. Straw roll installation requires the placement and secure staking of the roll in a trench, 3^- s' (75125mm) deep, dug on contour.Master Net HOPE orientated Net, 9" Diameter, UV Runott must not be allowed to run under or around roll. NOT TO SCALE POINTS A SHOULD BE HIGHER THAN POINT B. Netting stabilized. Tensile strength 30-34 Kg/100 mm. Part DRAINAGEWAY INSTALLATION Composition. Number MN- H8WA20 or equivalent. Specification Source: https://ecology.wa.gov/ (FRONT ELEVATION) available on request. FILE N0. Configuration (12). Straw Wattles per Pallet. Cylindrical with 18.046 Closed ends secured by metal ties. 5 SILT FENCE SF _ 8 STRAW WATTLE INSTALATION DETAIL. EROSION &SEDIMENT C13 Not To Scale Source: https://acfenvironmental.com C13 Not To Scale CONTROL NOTES & 7 STRAW WATTLE WA DETAILS C13 Not To Scale C13